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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.0 LAdmitted-Finance B 4 PLOT NO 114 GURU KIRPA BUILDING SHIV SHAKTI NAGAR TN MISHRA MARG NIRMAN NAGAR JAIPUR JAIPUR RAJASTHAN JAIPUR RAJASTHAN 302019 | JAIPUR | RAJASTHAN | 302019 | ₹64.0 L | L1 | Admitted-Finance |
| 2 | L2₹71.6 L+₹7.6 L (11.9%)Admitted-Finance 52 118 SECTOR 5 PRATAPNAGAR SANGANER JAIPUR 302033 | JAIPUR | RAJASTHAN | 302033 | ₹71.6 L+₹7.6 L (11.9%) | L2 | Admitted-Finance |
| 3 | L3₹74.0 L+₹10.0 L (15.5%)Admitted-Finance | ₹74.0 L+₹10.0 L (15.5%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Swanip Infracon Private Limited L1 | M/S OMPRAKASH GARHWAL L3 | Balaji Steel Industries L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and
disposal of surplus excavated soil as directed, within a lead of 50 m. | 214.93 | CUM | 115 ₹24,716.95 Lowest | 235 ₹50,508.55 | 260.3 ₹55,946.28 |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift. | 129.51 | CUM | 95 ₹12,303.45 Lowest | 275 ₹35,615.25 | 196 ₹25,383.96 |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||
| 3.01 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 39.19 | CUM | 5,850 ₹2,29,261.5 | 6,000 ₹2,35,140 | 5,180 ₹2,03,004.2 Lowest |
| 4.00 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) | 21.83 | SQM | 380 ₹8,295.4 Lowest | 950 ₹20,738.5 | 410.85 ₹8,968.86 |
| 5.00Centering and shuttering including strutting, propping etc. and removal of form for | ||||||
| 5.01 | Foundations, footings, bases of columns, etc. for mass concrete | 229.32 | SQM | 340 ₹77,968.8 Lowest | 415 ₹95,167.8 | 392.15 ₹89,927.84 |
| 5.02 | Columns, Pillars, Piers, Abutments, Posts and Struts | 275.92 | SQM | 600 ₹1,65,552 | 435 ₹1,20,025.2 Lowest | 961.3 ₹2,65,241.9 |
| 5.03 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 70.2 | SQM | 410 ₹28,782 Lowest | 450 ₹31,590 | 736.4 ₹51,695.28 |
| 6.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | ||||||
Tender Value
₹71.7 L
EMD Value
₹1.4 L
Closing Date
9 Jul 2026, 2:00 pmClosed
Registrar
Central University of Rajasthan
Construction of peripheral boundary wall for two blocks of girls hostel of capacity 250 bedded each at CURAJ etc
2026_CURAJ_913648_1
CURAJ//R/F.176/2026/5977 DATE 18.06.2026
Open Tender
Construction Works
Works
Central University of Rajasthan
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.4 L
8 Sept 2026
18 Jun 2026
10 Jul 2026
18 Jun 2026
9 Jul 2026
18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and
disposal of surplus excavated soil as directed, within a lead of 50 m. | 214.93 | CUM | - | - |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift. | 129.51 | CUM | - | - |
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 3.01 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 39.19 | CUM | - | - |
| 4 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) | 21.83 | SQM | - | - |
| 5Centering and shuttering including strutting, propping etc. and removal of form for | |||||
| 5.01 | Foundations, footings, bases of columns, etc. for mass concrete | 229.32 | SQM | - | - |
| 5.02 | Columns, Pillars, Piers, Abutments, Posts and Struts | 275.92 | SQM | - | - |
| 5.03 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 70.2 | SQM | - | - |
| 6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||||
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